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newSchoolWorks.com › VoTechWorks › Building & Construction › Carpentry › Stair Construction: Layout, Framing & Finishing › Lesson 2
BLD-CARP03-05 · Lesson 2 · 10.5 clock hours · theory

Reading Stair Drawings and Producing a Material Takeoff

Objective. Students will interpret a residential stair detail drawing and produce a complete cut list and board-foot material takeoff accurate within 5% of instructor's key.

Why Drawing Literacy Matters in Stair Work

Stairs are among the most regulated and safety-critical assemblies in any residence. A misread dimension on a stair drawing translates directly into an uneven riser that causes trips and falls, a stringer too short to reach the landing, or a handrail order that comes up three feet short. Before a single board is cut, a carpenter must be able to pull every controlling dimension off the drawing set and convert those dimensions into a precise, costed material list. That skill — reading drawings and producing a quantity takeoff — is what this lesson develops.

The Drawing Set You Will Work From

A residential stair drawing set typically contains at least two views: a floor plan showing the stair opening, overall run, and landing locations, and a stair section (a vertical cut through the stair) showing the finished floor elevations, tread and riser layout, stringer profile, and handrail height. Detail sheets may add fastener schedules, header framing at the opening, and newel-post anchoring.

When you open the set, orient yourself by reading the title block first: scale, revision date, sheet number, and project address. Then locate the general notes — they often specify lumber species, finish material, and code compliance references. Never scale a dimension directly from a printed sheet unless you have confirmed the print is at stated scale; always use a called-out dimension.

Pulling the Critical Stair Dimensions

Total rise is the vertical distance from finish floor below to finish floor above. It is usually called out in the stair section. Every riser height calculation flows from this number.

Total run is the horizontal distance the stair occupies, measured from the face of the first riser to the face of the upper landing. It appears on the floor plan or section.

Unit rise (individual riser height) and unit run (individual tread depth, nose to nose) are derived values. Residential building codes set maximum unit rise and minimum unit run; always confirm the drawing values fall within the applicable code range. A common residential target is a unit rise near 7 inches and a unit run near 11 inches, but the drawing governs.

Number of risers = Total Rise ÷ Unit Rise (round to a whole number, then recalculate unit rise to fit exactly).

Number of treads = Number of Risers − 1 (the top landing surface is not a tread board).

Stringer count is shown on the section and plan. Residential stairs with a width up to about 36 inches typically use two stringers; wider stairs or heavy-load applications add a center stringer. The drawing will specify.

Producing the Material Takeoff

A material takeoff (MTO) converts drawing dimensions into quantities of purchasable lumber and hardware. Work line by line through a printed takeoff form rather than working from memory.

Stringer stock (2×12 lumber, LF): Stringer length is the hypotenuse of the rise-and-run triangle: √(Total Rise² + Total Run²). Add 12–18 inches of waste allowance per stringer for the plumb and seat cuts at each end. Multiply by the stringer count to get total linear feet, then round up to the next standard lumber length (8, 10, 12, 14, or 16 feet).

Tread boards: Quantity = number of treads. Note the tread width (depth) and stair width from the drawing to select the correct stock. Treads are often 1×10 or 5/4×12 finish lumber, or precut oak treads for finished stairs.

Riser boards: Quantity = number of risers (all risers are closed in a closed-riser stair). Check the drawing for material — 1×8 or 1×10 pine is common.

Handrail (LF): The plan shows horizontal run of the rail; add vertical segments at landings and a code-required overhang at top and bottom. Round up to the next foot and add 10% for waste and fitting.

Hardware count: Count newel posts, balusters, rail brackets, and hanger hardware directly from the drawing's hardware schedule or detail sheet. Balusters are typically spaced so the clear opening does not exceed 4 inches; the drawing or a note will give spacing.

Board-Foot Conversion

Some suppliers price framing lumber by the board foot. One board foot = 1 inch thick × 12 inches wide × 12 inches long. For a 2×12 (actual 1½″ × 11¼″, but priced as nominal), the formula is:

Board feet = (Thickness in inches × Width in inches × Length in feet) ÷ 12

For ordering purposes, use nominal dimensions in this formula.

Accuracy and the 5% Rule

A takeoff within 5% of the correct quantity on every line item is the professional standard for estimating purposes. Errors beyond that cause material shortages, unexpected return trips, or costly overstock. Check your arithmetic on every line: recompute rise-and-run before committing to stringer length, and count tread and riser quantities twice.

Safety Note

When working with drawings on the jobsite, keep the print set in a dry, flat location away from cutting operations. Never reach across a running saw to retrieve a drawing. During the lesson, use engineering scales carefully — the metal edges are sharp. Report any discrepancy between the drawing dimensions and an actual field measurement to your supervisor before cutting; never assume the drawing is wrong and proceed.

Peer Audit

Exchanging takeoffs with a classmate and checking each other's math mirrors real estimating practice, where a second set of eyes catches transposition errors and missed items. When you audit a peer's work, check the rise-and-run arithmetic first, then verify the stringer count and hardware totals. Flag every discrepancy with a note explaining what you found — do not simply correct it silently.

Key terms10

Total riseThe vertical distance from finished floor level at the bottom of the stair to finished floor level at the top; the master dimension from which all riser calculations are derived.
Total runThe horizontal distance a stair occupies from the face of the first riser to the face of the upper landing or top riser.
Unit riseThe height of one individual riser step; equal to total rise divided by the number of risers, adjusted so all risers are equal.
Unit runThe horizontal depth of one tread measured nose to nose (tread depth excluding nosing overhang in some references); used with unit rise to lay out the stringer.
StringerThe inclined structural member, typically cut from 2×12 lumber, that supports the treads and risers on each side (and sometimes center) of a stair.
Material takeoff (MTO)A systematic list that converts drawing dimensions and counts into purchasable quantities of materials expressed in linear feet, board feet, or piece counts.
Board footA unit of lumber volume equal to a piece 1 inch thick by 12 inches wide by 12 inches long; calculated as (nominal thickness × nominal width × length in feet) ÷ 12.
Stair sectionAn architectural drawing showing a vertical cut through the stair assembly, revealing finished floor elevations, tread/riser layout, stringer profile, and handrail height.
Closed-riser stairA stair design in which a riser board fills the vertical space between each pair of treads, as opposed to an open-riser (open-tread) design.
Title blockThe bordered area on a drawing sheet that lists project name, sheet number, scale, revision date, and architect/engineer of record; always read this before using any dimension.

Worked examples4

1. A stair section calls out a total rise of 105 inches and a target unit rise of 7 inches. How many risers are required, and what is the exact unit rise?
  1. Step 1 — Divide total rise by target unit rise: 105 ÷ 7 = 15 exactly.
  2. Step 2 — Since the result is a whole number, no rounding is needed. Number of risers = 15.
  3. Step 3 — Verify exact unit rise: 105 ÷ 15 = 7.00 inches per riser.
  4. Step 4 — Number of treads = risers − 1 = 15 − 1 = 14 treads.
Answer: 15 risers at exactly 7.00 inches each; 14 treads.
2. The same stair has a total run of 154 inches and uses two stringers. What is the minimum length of 2×12 stock needed for each stringer, and how many linear feet of 2×12 must be purchased total, including a 14-inch waste allowance per stringer?
  1. Step 1 — Convert total rise and total run to feet for convenience: rise = 105 in = 8.75 ft; run = 154 in = 12.833 ft.
  2. Step 2 — Calculate stringer length (hypotenuse): √(8.75² + 12.833²) = √(76.5625 + 164.686) = √241.249 = 15.533 ft per stringer.
  3. Step 3 — Add waste allowance: 14 in = 1.167 ft. Stringer length with waste = 15.533 + 1.167 = 16.70 ft.
  4. Step 4 — Round up to next standard lumber length: 18 ft (standard lengths are 8, 10, 12, 14, 16, 18 ft; 16 ft is too short at 16.70 needed, so order 18 ft).
  5. Step 5 — Total LF for two stringers: 18 × 2 = 36 LF of 2×12.
Answer: Each stringer requires an 18-foot piece; total purchase is 36 linear feet of 2×12.
3. How many board feet are in two 18-foot 2×12 stringer boards?
  1. Step 1 — Recall the formula: BF = (nominal thickness × nominal width × length in feet) ÷ 12.
  2. Step 2 — For one 2×12 at 18 ft: BF = (2 × 12 × 18) ÷ 12 = 432 ÷ 12 = 36 BF.
  3. Step 3 — For two boards: 36 × 2 = 72 BF.
Answer: 72 board feet.
4. A closed-riser stair is 42 inches wide with 14 treads and 15 risers. The handrail runs along one wall. The horizontal plan distance of the rail is 154 inches. Adding a 12-inch overhang at the bottom and a 12-inch overhang at the top per code, and then 10% waste, how many linear feet of handrail stock should be ordered?
  1. Step 1 — Base rail length from plan: 154 in.
  2. Step 2 — Add overhangs: 154 + 12 + 12 = 178 inches.
  3. Step 3 — Convert to feet: 178 ÷ 12 = 14.833 ft.
  4. Step 4 — Add 10% waste: 14.833 × 1.10 = 16.317 ft.
  5. Step 5 — Round up to next whole foot for ordering: 17 LF.
Answer: Order 17 linear feet of handrail stock.

The math in this lesson2

Learners compute riser count and unit rise for 105 in, stringer length from rise and run, and board feet of stringers.
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Brush up in the math halls at newSchoolWorks.com:
In class: Drawing review session: instructor projects an architectural floor plan and stair section; students identify total rise, finished floor elevations, stringer count, tread depth, and riser height directly from the drawing. · Takeoff practice: each student receives a packet with a two-page stair drawing set and completes a material list (LF of 2×12 stringer stock, number of treads, riser boards, handrail LF, hardware count) using a printed quantity-takeoff form. · Peer audit: students exchange takeoffs, check math on rise-and-run calculations, and flag discrepancies; class discusses the two most common errors found.
Materials: Sample residential stair drawing set (floor plan + stair section + detail), printed takeoff form, calculators, NCCER Carpentry Level 3 stair module, engineering scales
Check: Completed takeoff graded against instructor key; quantity errors must be within 5% on each line item, and all stringer, tread, and riser dimensions must be correct. Score 80% overall to pass.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

NCCER Carpentry — Stair framing and layout
1. On a stair section drawing, which dimension represents the vertical distance from finished floor to finished floor?
NCCER Carpentry — Stair framing and layout
2. A stair has a total rise of 91 inches. If the carpenter selects 13 equal risers, what is the unit rise to the nearest hundredth of an inch?
NCCER Carpentry — Stair framing and layout
3. A stair has 12 risers. How many tread boards are needed for a closed-riser stair?
NCCER Carpentry — Blueprint reading and drawing interpretation
4. When reading a set of stair drawings, what should a carpenter consult first before using any printed dimension?
NCCER Carpentry — Stair framing and layout
5. A stair has a total rise of 8.5 feet and a total run of 12 feet. What is the approximate stringer length before waste allowance?
NCCER Carpentry — Material estimation and takeoff
6. How many board feet are contained in a single 2×12 board that is 16 feet long?
NCCER Carpentry — Stair framing and layout
7. During a peer audit of a material takeoff, a student finds that a classmate calculated 13 treads for a stair with 13 risers. This is an error because:
OSHA 10 — Construction safety and hazard recognition
8. Which safe-practice rule applies specifically to using a set of stair drawings at a jobsite workstation near a saw?
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